cr16_0188CORNER RECORD Document Number ze® ..
Cif of CORONA County of RIVERSIDE , California
y
Brief Legal Description
F
FERNWOOD CIRCLE CUL - -DE —SAC; NE'LY OF FAI RVIEW DRIVE
SEC. 14 T. 3 S., R. 7 W.
COORDINATES (Optional)
CORNER TYPE N.
E.
Government Corner ❑ Control N Zone NAD270 NAD830
Meander ❑ Property ❑ NAD83 Epoch
Rancho ❑ Other ❑ Elevation
11 /09/20 - 15 & 1/25 /2016
Vertical Datum: NGVD29❑ NAVD880
Date of Survey Units: Metric❑ Imperial❑ U.S. Survey N
Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished N Rebuilt ❑
Identification and type of corner found; Evidence used to identify or procedure used to establish or reestablish corner:
Found as described on the reve of this sheet.
A description of the physical condition of the monument as found and as set or reset:
See Page 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surve rs' Act on 1/27/2016
Signed P. L.S. No. L.S. 8294
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
examined an
Signed '°
Title
County Surveyor's Comment
P.L.S. or R°6.,E. No. 7Y. 00
0
0
* No. 8294
N Exp. 12/31/17
\�F CAL�
G. �ZD
No 12 3116
OF
2007 Page I of 2C o 4�
Document Number
FD 1 " I & TAG "LS 3186" PER R1, FLUSH, BEFORE CONSTRUCTION. SET GEAR, SPK & W,
STAMPED IS 8294", PER TIES HEREON, FLUSH, AFTER CONSTRUCTION.
FD LEAD & TACK IN T.C. PER R1.
JI FD LEAD, TACK & TAG IS 3186" IN T.C. PER R2, ACCEPTED AS POSITION OF LEAD & TACK
PER R1.
Q FD LEAD, TACK & TAG IS 3186" IN T.C. PER R2.
R1 = CITY OF CORONA TIE SHEET 642
R2 = COUNTY OF RIVERSIDE TRACT NO. 7756w --2, M.B. 113/20 -23
() = RECORD DISTANCE PER R1
= TANGENT OVER
w W
> >
� 4
U-
S
FERNW
CIRCLE -
w
w
CP
38.25' (38.25')
J
W
Cp
v�
CL PROD
PER R1
THE PURPOSE OF THIS RECORD IS TO DOCUMENT THE PERPET!!ATION OF FOUND rvlvililME, (S) PURSUANT TO THE PLS ACT SECTION
8771. NO CLAIM IS MADE REGARDING THE CORRECTNESS OF THE POSrTION(S) OF SAID MONUMENT(S), NOR THE DIMENSIONAL
RELATIONSHIP TO STREET CENTERLINES OR PROPERTY BOUNDARIES.
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